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Determine the moments at B and C, then draw the shear and moment diagrams for the frame. Assume the supports at A, E, and D are fixed. El is constant. Use (a) Slope deflection method and (b) Moment distribution method. A 2 k/ft 12 ft -8 ft- B E 16 ft 10 k -8 ft C D

Determine the moments at B and C, then draw the shear and moment diagrams for the frame. Assume the supports at A, E, and D are fixed. El is constant. Use (a) Slope deflection method and (b) Moment distribution method. A 2 k/ft 12 ft -8 ft- B E 16 ft 10 k -8 ft C D

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the moments at B and C, then draw the shear and moment diagrams for the frame. Assume the supports at A, E, and D are fixed. El is constant. Use (a) Slope deflection method and (b) Moment distribution method. A 2 k/ft 12 ft br B 50. b. B E D,Q 8 ft 16 ft Ho d'A 10 k .... de 1.8. Cher D'a -8 ft C D
Transcribed Image Text:Determine the moments at B and C, then draw the shear and moment diagrams for the frame. Assume the supports at A, E, and D are fixed. El is constant. Use (a) Slope deflection method and (b) Moment distribution method. A 2 k/ft 12 ft br B 50. b. B E D,Q 8 ft 16 ft Ho d'A 10 k .... de 1.8. Cher D'a -8 ft C D
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